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Septic System Site Plan <br /> James & Erin INilota Shop <br /> 1746 Koshkonong Road <br /> NE1/4, NW1/4, Section 13, T6N, R11E <br /> Town of Pleasant Springs, Dane County, Wisconsin <br /> NORTH Location Map <br /> Scale 1"=400' <br /> 0 20 40 80 <br /> 42 Acre Parcel <br /> Scale 1"=40' <br /> DE l Test Site <br /> MAY 2 0 2008 <br /> 11 <br /> 4" " lit411212fan ;Ffentt/Qb rvation Pipe <br /> (ASTM D-2665) 6' From End o e R� <br /> 6' x 60' Future Replacement <br /> Absorption Cell <br /> o- <br /> 4" PVC Observation Pipe <br /> (ASTM 0-2665) 6' From so <br /> End of Gravel Cell Barn <br /> 8-3 •2' <br /> 92' B 4 _b �S: 9g ' <br /> 93' <br /> :! EI.=90.0' 95, <br /> EL=91. A 9 <br /> 94' �a B-2 6, <br /> g5' B-1 <br /> New 800 Galion Septic 4,1 g6' <br /> Tank With Filter <br /> Shed <br /> 9� , <br /> 6' x 60' Primary <br /> 4"PVC (ASTM 0-2665) Absorption Cell <br /> Cleanout With 6" Frost <br /> Sleeve And Cop. Secure To <br /> 4 x 4 Treated Post. This <br /> To Be Used To Empty /Garage <br /> Owner's Motorhome Holding <br /> Tank Waste Into. <br /> Shed <br /> (ASTM D 3034 ! BM=Bottom of Siding <br /> 4" PVC <br /> ( ) El.=100.0' <br /> a Well <br /> • <br /> o <br /> 3 v <br /> This Shed To Be Removed And <br /> Replaced With New Office <br /> Building Same Size <br /> o (152 Gal./Day Wastewater Flow) 30 <br /> Note: This Office" Is For the <br /> Owner's Use Only. Husband And O <br /> Wife Are The Only 'Employees" In <br /> This Business. <br /> ti <br /> •} House <br /> System Sizing Data: <br /> 2 Employees x 13 Gal. = 26 Gal. <br /> 2 Floor Drains x 25 Gal. = 50 Gal. <br /> 1 RV Sanitary Dump Station x 25 Gal. = 25 Gal. P <br /> Total Estimated Daily Wastewater Flow = 101 Gal. O•$' <br /> x 1.5 Peak Flow Factor = 151.5 Gal. Design Flow h fd/70 1)kq) <br /> g AD <br />